EP0218987A3 - Method for inserting a structural member into a sheet pile wall in a soil formation containing water under pressure, and device for carrying out the method - Google Patents

Method for inserting a structural member into a sheet pile wall in a soil formation containing water under pressure, and device for carrying out the method Download PDF

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Publication number
EP0218987A3
EP0218987A3 EP86113463A EP86113463A EP0218987A3 EP 0218987 A3 EP0218987 A3 EP 0218987A3 EP 86113463 A EP86113463 A EP 86113463A EP 86113463 A EP86113463 A EP 86113463A EP 0218987 A3 EP0218987 A3 EP 0218987A3
Authority
EP
European Patent Office
Prior art keywords
sheet pile
pile wall
carrying
under pressure
structural member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP86113463A
Other languages
German (de)
French (fr)
Other versions
EP0218987A2 (en
Inventor
& Widmann Aktiengesellschaft Dyckerhoff
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Walter Bau AG
Original Assignee
Dyckerhoff and Widmann AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Dyckerhoff and Widmann AG filed Critical Dyckerhoff and Widmann AG
Publication of EP0218987A2 publication Critical patent/EP0218987A2/en
Publication of EP0218987A3 publication Critical patent/EP0218987A3/en
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

Um ein Einbauteil, z.B. einen Ankerstab (10) für einen Verpreßanker, durch eine Spundwand (1) in eine Bodenformation (14) mit drückendem Wasser (3) einbringen zu können, wird zunächst im Boden hinter der Spundwand ein Dichtpfropfen (2) aus injiziertem erhärtendem Material hergestellt. Anschließend wird in der Spundwand (1) eine Einrichtung mit einer ersten Dichtung (6) angebracht, durch die ein Vortreibrohr (8) mit wasserdichter, verlorener Spitze (9) eingetrieben wird. In das Vortreibrohr (8) wird ein Ankerstab (10) eingeführt. Eine zweite Dichtung (12) zwischen Vortreibrohr (8) und Ankerstab (10) verhindert das Austreten von drückendem Wasser (3). Beim Ziehen des Vortreibrohrs (8) wird der dabei entstehende Hohlraum über eine Verpreßleitung (13) mit erhärtendem Material verpreßt, das einen Verpreßkörper (17) bildet. Dabei wirkt der Verschlußpfropfen (2) als dritte Dichtung gegen das drückende Wasser (3). Around an installation part, e.g. an anchor rod (10) for one Grouting anchor, through a sheet pile wall (1) into a ground formation (14) with pressurized water (3) first a sealing plug (2) in the floor behind the sheet pile wall made from injected hardening material. Then a device is installed in the sheet pile wall (1) a first seal (6) attached through the Advance drive tube (8) with waterproof, lost tip (9) is driven. An anchor rod is inserted into the pre-drive tube (8) (10) introduced. A second seal (12) between Pre-drive tube (8) and anchor rod (10) prevent it from escaping of pressing water (3). When pulling the feed tube (8) the resulting cavity is via a compression line (13) pressed with hardening material that one Compression body (17) forms. The stopper acts (2) as a third seal against the pressing water (3).

EP86113463A 1985-10-03 1986-10-01 Method for inserting a structural member into a sheet pile wall in a soil formation containing water under pressure, and device for carrying out the method Withdrawn EP0218987A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19853535320 DE3535320A1 (en) 1985-10-03 1985-10-03 METHOD AND DEVICE FOR SETTING A ROD, WIRE OR TUBULAR INSTALLATION COMPONENT IN A FLOOR INFORMATION WITH PRESSING WATER
DE3535320 1985-10-03

Publications (2)

Publication Number Publication Date
EP0218987A2 EP0218987A2 (en) 1987-04-22
EP0218987A3 true EP0218987A3 (en) 1988-01-13

Family

ID=6282667

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86113463A Withdrawn EP0218987A3 (en) 1985-10-03 1986-10-01 Method for inserting a structural member into a sheet pile wall in a soil formation containing water under pressure, and device for carrying out the method

Country Status (3)

Country Link
EP (1) EP0218987A3 (en)
JP (1) JPS6286226A (en)
DE (1) DE3535320A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106351121A (en) * 2016-11-01 2017-01-25 中国科学院武汉岩土力学研究所 Suspension cable bridge abutment type pre-stress anchorage

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3716100A1 (en) * 1987-05-14 1988-12-01 Ross Kurt G METHOD FOR SECURING SUPPORT WALLS
JPH01198920A (en) * 1988-02-03 1989-08-10 Shimizu Corp Reinforcing method for underground earth guarding wall by earth anchor
ATE71165T1 (en) * 1988-05-11 1992-01-15 Tgb Technogrundbau Gmbh PROCEDURE FOR SUPPORTING THE HEAD OF A TENSIONABLE GROUND ANCHOR ON AN Abutment AND GROUND ANCHORS FOR CARRYING OUT THIS PROCEDURE.
DE3831926A1 (en) * 1988-09-20 1990-03-22 Tgb Technogrundbau Gmbh METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL
DE3925097C1 (en) * 1989-07-28 1991-01-31 Gkn Keller Gmbh, 6050 Offenbach, De
DE4226655C2 (en) * 1992-08-12 1996-12-05 Zueblin Ag Procedure for securing construction pit walls by setting tensionable ground anchors
DE4316097A1 (en) * 1993-05-13 1994-11-17 Bauer Spezialtiefbau Method and device for setting a grouted anchor
DE9409363U1 (en) * 1994-06-09 1994-08-04 Bilfinger + Berger Bauaktiengesellschaft, 68165 Mannheim Sealed anchor bushing for shoring walls
DE19527608C2 (en) * 1995-07-28 1999-02-11 Bauer Spezialtiefbau Underwater composite piles
JP5037276B2 (en) * 2007-09-14 2012-09-26 日本基礎技術株式会社 Earth anchor method and water stop device used for this earth anchor method
ITBL20090009A1 (en) * 2009-04-08 2010-10-09 Francesco Facchinato SUPPORT AND CONSOLIDATION SYSTEM OF WORKS AND LANDS, FOR VIBROINFISSION OF COAXIAL ELEMENTS
CN101705788B (en) * 2009-08-31 2011-09-21 上海强劲地基工程股份有限公司 Construction method using blowout plug to shield oblique drilling hole
JP6209461B2 (en) * 2014-01-31 2017-10-04 孝幸 阿部 Restoration method of ground anchor tightening device
CN104074190B (en) * 2014-06-16 2016-10-05 成都四海岩土工程有限公司 A kind of secondary high-pressure slip-casting enlarged footing anchor pole and construction method
CN106480888B (en) * 2016-09-19 2019-05-14 华南理工大学 A kind of construction method of anchor cable decompression type slow precipitation slip casting
EP3628781B1 (en) 2018-09-26 2023-06-07 BAUER Spezialtiefbau GmbH Method for making an injection anchor in the soil and automatic pressure device for same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3665717A (en) * 1971-01-14 1972-05-30 Soil Sampling Service Inc Method and apparatus for installing elongated rods in unstable earth formations
US3849996A (en) * 1974-01-02 1974-11-26 Us Navy Method and apparatus for positioning a cofferdam
FR2335319A1 (en) * 1975-12-19 1977-07-15 Intrafor Cofor Prestressed cable termination assembly - has pressure filled grout injection with overfill passed into outside header to allow liquid separation
BE887709A (en) * 1981-02-27 1981-06-15 Camar P V B A WERKWIJZE MACHINE VOOR HET AANBRENGEN VAN EEN ELEMENT DOORHEEN EEN MUUR ONDER DE BESCHERMING VAN EEN SAS

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR778034A (en) * 1933-07-14 1935-03-07 Method and device for carrying out work below water level
DE693011C (en) * 1935-11-13 1940-07-01 Dortmund Hoerder Huettenver Ak Attachment box
NL6514291A (en) * 1965-01-30 1966-08-01
DE2707238C3 (en) * 1977-02-19 1979-07-12 Dyckerhoff & Widmann Ag, 8000 Muenchen Corrosion-protected tension member for a prestressable anchor in solid rock
DE3200717C2 (en) * 1982-01-13 1984-01-19 Brückner Grundbau GmbH, 4300 Essen Method and device for the watertight implementation of at least one rod-like built-in part, in particular a grouting anchor with one or more tendons, through a water-retaining construction pit wall

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3665717A (en) * 1971-01-14 1972-05-30 Soil Sampling Service Inc Method and apparatus for installing elongated rods in unstable earth formations
US3849996A (en) * 1974-01-02 1974-11-26 Us Navy Method and apparatus for positioning a cofferdam
FR2335319A1 (en) * 1975-12-19 1977-07-15 Intrafor Cofor Prestressed cable termination assembly - has pressure filled grout injection with overfill passed into outside header to allow liquid separation
BE887709A (en) * 1981-02-27 1981-06-15 Camar P V B A WERKWIJZE MACHINE VOOR HET AANBRENGEN VAN EEN ELEMENT DOORHEEN EEN MUUR ONDER DE BESCHERMING VAN EEN SAS

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106351121A (en) * 2016-11-01 2017-01-25 中国科学院武汉岩土力学研究所 Suspension cable bridge abutment type pre-stress anchorage

Also Published As

Publication number Publication date
DE3535320A1 (en) 1987-04-09
EP0218987A2 (en) 1987-04-22
JPS6286226A (en) 1987-04-20

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